CN208533511U - A kind of building concrete tubular pole - Google Patents
A kind of building concrete tubular pole Download PDFInfo
- Publication number
- CN208533511U CN208533511U CN201820897186.9U CN201820897186U CN208533511U CN 208533511 U CN208533511 U CN 208533511U CN 201820897186 U CN201820897186 U CN 201820897186U CN 208533511 U CN208533511 U CN 208533511U
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- Prior art keywords
- fixedly installed
- concrete tubular
- close
- support plate
- tubular pole
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Abstract
The utility model belongs to technical field of building construction, specially a kind of building concrete tubular pole, including concrete tubular pile entirety and balancing frame, the upper end of the concrete tubular pile entirety is fixedly installed with reinforcing support plate, and the inner surface of concrete tubular pile entirety close to the position reinforced among support plate through there is ventilation hole, the inner surface for reinforcing support plate is fixedly installed with force column, and the upper end of force column is fixedly installed with support column close to the position for reinforcing support plate upper end, the inner surface of the balancing frame is fixedly installed with bearing pile close to the position of support column lower end, and the side of bearing pile is fixedly installed with positioning stress stake close to the position of balancing frame side, a kind of building concrete tubular pole described in the utility model, equipped with reinforcing support plate, balancing frame and positioning stress stake, it can be improved the stability of tubular pole, and it can increase forced area , while keeping tubular pole firmer, bring better prospect of the application.
Description
Technical field
The utility model belongs to technical field of building construction, specially a kind of building concrete tubular pole.
Background technique
Tubular pole is a kind of material for infrastructure, is generally used for building engineering field, tubular pole is by concrete strength etc.
Grade and wall thickness can be divided into prestressed concrete pipe pile, thin tubular piles produced by prestressed concrete and prestressed high-strength concrete pile.
By the development of many years, the efficiency of concrete tubular pile is significantly improved, but there are some problems.It passes
The forced area of the concrete tubular pile of system is smaller, and the stablizing effect used is lower, and traditional tubular pole is not firm enough, while positioning effect
Fruit is poor, so that process is brought certain influence to people.
It to be solved the problems, such as so providing a kind of building concrete tubular pole and becoming us.
Utility model content
It is mentioned above in the background art to solve the purpose of this utility model is to provide a kind of building concrete tubular pole
Problem.
To achieve the above object, the utility model provides the following technical solutions:
A kind of building concrete tubular pole, including concrete tubular pile entirety and balancing frame, whole upper of the concrete tubular pile
End is fixedly installed with reinforcing support plate, and the inner surface of concrete tubular pile entirety runs through close to the position reinforced among support plate and has
Ventilation hole, the inner surface for reinforcing support plate is fixedly installed with force column, and the upper end of force column is in reinforcing support plate
The position at end is fixedly installed with support column, and the inner surface of the balancing frame is fixedly installed with load-bearing close to the position of support column lower end
Stake, and the side of bearing pile is fixedly installed with positioning stress stake close to the position of balancing frame side, the lower section of the balancing frame is leaned on
The position of nearly bearing pile lower end is equipped with terminal pad, and the lower end of terminal pad is fixed close to the position of concrete tubular pile entirety lower end
Fixed underpan is installed, the side of the concrete tubular pile entirety is fixedly installed with cement fixing layer, and the one of cement fixing layer
Side is fixedly installed with microlith fixing layer, and the side of the microlith fixing layer is fixedly installed with silt mixed layer, and silt mixed layer
Inner surface be fixedly installed with No.1 steel pipe fixing pipe, upper end and balancing frame of the lower end for reinforcing support plate by bearing pile
Inner surface be fixedly connected, the side of the cement fixing layer passes through the other side of microlith fixing layer and the side of silt mixed layer
It is fixedly connected.
Preferably, the quantity of the force column and support column is several groups, and the outer surface of force column and support column
It is fixedly connected by reinforcing the inner surface of support plate with the outer surface of ventilation hole.
Preferably, the quantity of the positioning stress stake is ten groups, and the lower end for positioning stress stake passes through fixed underpan
Upper end be fixedly connected with the lower end of terminal pad.
Preferably, position of the inner surface of the No.1 steel pipe fixing pipe among silt mixed layer is fixedly mounted
There is No.1 concrete material layer.
Preferably, position of the inner surface of the No.1 concrete material layer among No.1 steel pipe fixing pipe is solid
Dingan County is equipped with No. two steel pipe fixing pipes.
Preferably, position of the inner surface of No. two steel pipe fixing pipes among No.1 concrete material floor is solid
Dingan County is equipped with No. two concrete material floor.
Compared with prior art, the utility model has the beneficial effects that the utility model can be increased using support plate is reinforced
Add bearing area, make building more safety and stablize, tubular pole use can be made more stable using balancing frame, can preferably supported
Anti- natural weather, while the robustness of tubular pole is improved, keep it more durable, so that the safety that tubular pole uses is further increased,
The bearing capacity of tubular pole can be increased using positioning stress stake, while can continue to pour into the ring that positioning stress stake surrounds
Concrete positions it, keeps tubular pole more durable, and whole device is easy to operate, easy to use, the effect of load-bearing and safety
It is more preferable relative to traditional approach.
Detailed description of the invention
Fig. 1 is the utility model overall structure diagram；
Fig. 2 is the partial view of the utility model；
Fig. 3 is the cross-sectional view of A in the utility model Fig. 1.
In figure: 1, concrete tubular pile is whole；2, support plate is reinforced；3, ventilation hole；4, force column；5, support column；6, it balances
Disk；7, bearing pile；8, stress stake is positioned；9, terminal pad；10, fixed underpan；11, cement fixing layer；12, microlith fixing layer；13,
Silt mixed layer；14, No.1 steel pipe fixing pipe；15, No.1 concrete material layer；16, No. two steel pipe fixing pipes；17, No. two are mixed
Solidifying soil material layer.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
In the description of the present invention, it should be understood that term " on ", "lower", "front", "rear", "left", "right",
The orientation or positional relationship of the instructions such as "top", "bottom", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
For ease of description the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have it is specific
Orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.
Fig. 1-3 is please referred to, the utility model provides a kind of technical solution: a kind of building concrete tubular pole, including concrete
Tubular pole whole 1 and balancing frame 6, the upper end of concrete tubular pile whole 1, which is fixedly installed with, reinforces support plate 2, and concrete tubular pile is whole
Close to the position reinforced among support plate 2 through there is ventilation hole 3, the inner surface for reinforcing support plate 2 is fixedly mounted the inner surface of body 1
There is force column 4, and the upper end of force column 4 is fixedly installed with support column 5 close to the position for reinforcing 2 upper end of support plate, balancing frame 6
Inner surface is fixedly installed with bearing pile 7 close to the position of 5 lower end of support column, and the side of bearing pile 7 is close to 6 side of balancing frame
Position is fixedly installed with positioning stress stake 8, and the lower section of balancing frame 6 is equipped with terminal pad 9 close to the position of 7 lower end of bearing pile, and
The lower end of terminal pad 9 is fixedly installed with fixed underpan 10 close to the position of whole 1 lower end of concrete tubular pile, and concrete tubular pile is whole
1 side is fixedly installed with cement fixing layer 11, and the side of cement fixing layer 11 is fixedly installed with microlith fixing layer 12, microlith
The side of fixing layer 12 is fixedly installed with silt mixed layer 13, and the inner surface of silt mixed layer 13 is fixedly installed with No.1 steel pipe
Fixing pipe 14, the lower end for reinforcing support plate 2 are fixedly connected by the upper end of bearing pile 7 with the inner surface of balancing frame 6, and cement is fixed
The side of layer 11 is fixedly connected by the other side of microlith fixing layer 12 with the side of silt mixed layer 13；Further, stress
The quantity of column 4 and support column 5 is several groups, and the outer surface of force column 4 and support column 5 passes through the interior table for reinforcing support plate 2
Face is fixedly connected with the outer surface of ventilation hole 3；Further, the quantity for positioning stress stake 8 is ten groups, and positions stress stake 8
Lower end is fixedly connected by the upper end of fixed underpan 10 with the lower end of terminal pad 9；Further, No.1 steel pipe fixing pipe 14 is interior
Position of the surface among silt mixed layer 13 is fixedly installed with No.1 concrete material layer 15；Further, No.1 coagulation
Position of the inner surface of soil material floor 15 among No.1 steel pipe fixing pipe 14 is fixedly installed with No. two steel pipe fixing pipes 16；Into
One step, position of the inner surface of No. two steel pipe fixing pipes 16 among No.1 concrete material floor 15 is fixedly installed with No. two
Concrete material layer 17.
Working principle: the inner surface of No. two steel pipe fixing pipes 16 is spread into No. two concrete material floor 17 and No.1 coagulation
Soil material layer 15 is reinforced, and carries out second consolidation using No.1 steel pipe fixing pipe 14, while being smeared by silt mixed layer 13,
By cement fixing layer 11, microlith fixing layer 12 and the outside for being applied to No.1 steel pipe fixing pipe 14, it is whole to improve concrete tubular pile
The durability of body 1 keeps it firmer, and concrete tubular pile whole 1 is mounted on ground by cooperation fixed underpan 10, and is consolidated
It is fixed, the stability used is improved, supports bearing pile 7 in conjunction with terminal pad 9, and by 7 load-bearing of bearing pile, while using positioning stress stake
8 are positioned and are supported, and bearing capacity is increased, and are facilitated staff to concrete is added inside it, are made concrete by balancing frame 6
Tubular pole whole 1 more balances, and increases stability, and cooperation ventilation hole 3 is divulged information, and forms pipeline, increases load-bearing in conjunction with support plate 2 is reinforced
Area, while bearing capacity is further increased, and supported by force column 4 and support column 5, power is shared, to make concrete tubular pile
Whole 1 can preferably be used for building-supporting, more practical.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of building concrete tubular pole, including concrete tubular pile whole (1) and balancing frame (6), it is characterised in that: the coagulation
The upper end of native tubular pole whole (1), which is fixedly installed with, reinforces support plate (2), and the inner surface of concrete tubular pile whole (1) close to plus
For the intermediate position of clamped support plate (2) through having ventilation hole (3), the inner surface for reinforcing support plate (2) is fixedly installed with stress
Column (4), and the upper end of force column (4) is fixedly installed with support column (5) close to the position for reinforcing support plate (2) upper end, it is described flat
The inner surface of weighing apparatus disk (6) is fixedly installed with bearing pile (7) close to the position of support column (5) lower end, and the side of bearing pile (7) is leaned on
The position of nearly balancing frame (6) side is fixedly installed with positioning stress stake (8), and the lower section of the balancing frame (6) is close to bearing pile (7)
The position of lower end is equipped with terminal pad (9), and the lower end of terminal pad (9) is solid close to the position of whole (1) lower end of concrete tubular pile
Dingan County is equipped with fixed underpan (10), and the side of the concrete tubular pile whole (1) is fixedly installed with cement fixing layer (11), and water
The side of mud fixing layer (11) is fixedly installed with microlith fixing layer (12), and the side of the microlith fixing layer (12) is fixedly installed with
Silt mixed layer (13), and the inner surface of silt mixed layer (13) is fixedly installed with No.1 steel pipe fixing pipe (14), the reinforcing
The lower end of support plate (2) is fixedly connected by the upper end of bearing pile (7) with the inner surface of balancing frame (6), the cement fixing layer
(11) side is fixedly connected by the other side of microlith fixing layer (12) with the side of silt mixed layer (13).
2. a kind of building concrete tubular pole according to claim 1, it is characterised in that: the force column (4) and support column
(5) quantity is several groups, and the outer surface of force column (4) and support column (5) pass through reinforce the inner surface of support plate (2) with
The outer surface of ventilation hole (3) is fixedly connected.
3. a kind of building concrete tubular pole according to claim 1, it is characterised in that: the number of positioning stress stake (8)
Amount is ten groups, and the lower end for positioning stress stake (8) passes through the fixed company in the upper end of fixed underpan (10) and the lower end of terminal pad (9)
It connects.
4. a kind of building concrete tubular pole according to claim 1, it is characterised in that: the No.1 steel pipe fixing pipe (14)
Inner surface be fixedly installed with No.1 concrete material layer (15) close to the intermediate position of silt mixed layer (13).
5. a kind of building concrete tubular pole according to claim 4, it is characterised in that: the No.1 concrete material layer
(15) inner surface is fixedly installed with No. two steel pipe fixing pipes (16) close to the intermediate position of No.1 steel pipe fixing pipe (14).
6. a kind of building concrete tubular pole according to claim 5, it is characterised in that: No. two steel pipe fixing pipes (16)
Inner surface be fixedly installed with No. two concrete material floor (17) close to the intermediate position of No.1 concrete material floor (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820897186.9U CN208533511U (en) | 2018-06-11 | 2018-06-11 | A kind of building concrete tubular pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820897186.9U CN208533511U (en) | 2018-06-11 | 2018-06-11 | A kind of building concrete tubular pole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208533511U true CN208533511U (en) | 2019-02-22 |
Family
ID=65382139
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820897186.9U Expired - Fee Related CN208533511U (en) | 2018-06-11 | 2018-06-11 | A kind of building concrete tubular pole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208533511U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113309077A (en) * | 2021-07-05 | 2021-08-27 | 扬州工业职业技术学院 | A connection structure for precast concrete stake |
-
2018
- 2018-06-11 CN CN201820897186.9U patent/CN208533511U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113309077A (en) * | 2021-07-05 | 2021-08-27 | 扬州工业职业技术学院 | A connection structure for precast concrete stake |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190222 Termination date: 20190611 |